Studying the modification of asphalt binder by using sasobit additive

Warm mix asphalt (WMA) binders with varying amounts of Sasobit additive are made using two kinds of asphalt binders (PEN80-100 and 60-70).The Sasobit content was from 0.4% to 2.0%, with a range of 0.4 by mass of asphalt binder.Penetration, Rotational Viscosity (RV), and Dynamic Shear Rheometer (DSR) tests were performed.In addition, the Rolling Thin Film Oven (RTFO) and the Pressure Aging Vessel (PAV) tests were carried out to simulate the short-term and long-term aging of asphalt binder, respectively.Furthermore, for both asphalt binders, the complex shear modulus (G*) was determined in order to calculate the rutting factor (G*/Sin) and fatigue factor (G*. Sin).The results obtained reveal that, the asphalt performs better at higher temperatures and worse at lower ones.Because excessive amounts of Sasobit will negatively affect the asphalt binder, it should be added to the asphalt binder at a mass percentage of no more than 2%.

Publication Details

Journal
Muthanna Journal of Engineering and Technology
Published
2024-11-20
DOI
https://doi.org/10.52113/3/eng/mjet/2024-12-02/121-126
Primary Topic
Polymer Synthesis and Characterization
Type
article
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article

Studying the modification of asphalt binder by using sasobit additive

Muthanna Journal of Engineering and Technology
Polymer Synthesis and Characterization
article

Studying the modification of asphalt binder by using sasobit additive

article en

Abstract

Warm mix asphalt (WMA) binders with varying amounts of Sasobit additive are made using two kinds of asphalt binders (PEN80-100 and 60-70).The Sasobit content was from 0.4% to 2.0%, with a range of 0.4 by mass of asphalt binder.Penetration, Rotational Viscosity (RV), and Dynamic Shear Rheometer (DSR) tests were performed.In addition, the Rolling Thin Film Oven (RTFO) and the Pressure Aging Vessel (PAV) tests were carried out to simulate the short-term and long-term aging of asphalt binder, respectively.Furthermore, for both asphalt binders, the complex shear modulus (G*) was determined in order to calculate the rutting factor (G*/Sin) and fatigue factor (G*. Sin).The results obtained reveal that, the asphalt performs better at higher temperatures and worse at lower ones.Because excessive amounts of Sasobit will negatively affect the asphalt binder, it should be added to the asphalt binder at a mass percentage of no more than 2%.

Muthanna Journal of Engineering and TechnologyVol. 12(2)
Openalex Percentile: Top 84%
Polymer Synthesis and Characterization
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